CN206376557U - Heavy grade Sloping roof concrete casting device - Google Patents
Heavy grade Sloping roof concrete casting device Download PDFInfo
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- CN206376557U CN206376557U CN201621148962.2U CN201621148962U CN206376557U CN 206376557 U CN206376557 U CN 206376557U CN 201621148962 U CN201621148962 U CN 201621148962U CN 206376557 U CN206376557 U CN 206376557U
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- reinforcing bar
- vertical reinforcing
- bar
- fixedly connected
- horizontal reinforcement
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Abstract
The utility model is related to heavy grade Sloping roof concrete casting device, including lower template, lower plywood muscle and upper layer plate-rib, also include horizontal reinforcement, vertical reinforcing bar, steel wire and spacer bar, vertical reinforcing bar is vertically-mounted, vertical reinforcing bar upper end is fixedly connected with upper layer plate-rib, vertical reinforcing bar lower end is fixedly connected with lower plywood muscle, horizontal reinforcement is horizontally mounted, horizontal reinforcement is fixedly connected with vertical reinforcing bar, spacer bar upper end is fixedly connected with vertical reinforcing bar, spacer bar lower end is fixedly connected with lower plywood muscle, spacer bar, vertical reinforcing bar and lower plywood muscle enclose triangularity, vertical reinforcing bar exceeds a length of 5 30mm of upper layer plate-rib part, the utility model benefit：Effectively prevent situation that concrete accumulates to downside, the work that can carry out vibrating improve concrete structure compactness so that roofing waterproof effect more preferably, it is low without dismounting and levelling work difficulty in direct Transducers Embedded in Concrete in use.
Description
Technical field
The utility model is related to the realm of building construction, and in particular to a kind of heavy grade Sloping roof concrete casting device.
Background technology
With the development of construction industry, people are increasing to the demand of life variation selection, in the last few years, show perhaps
More new and original, various sloping roof structure that appears architectural design, heavy grade Sloping roof is easier to occur in work progress
The phenomenon that concrete is accumulated to downside, the quality of concrete vibrating work is difficult to be monitored so that roof waterproof effect is paid no attention to
Think and there is the hidden danger of seepage in the later stage, and construct that levelling work is more difficult to be controlled.
Existing apparatus is bolted, and needs bolt and angle steel dismounting carrying out next fritter area again after the completion of pouring
Domain is poured, cause pour work can not be continuous, largely extend construction period.
Utility model content
Technical problem to be solved in the utility model is：A kind of heavy grade Sloping roof concrete casting device is provided to incite somebody to action
It is interval that roofing is separated into polylith, solve heavy grade Sloping roof be easier to occur in work progress concrete accumulated to downside, nothing
Method effectively vibrate so that roof waterproof effect it is poor, the problem of can not be more difficult levelling in continuous placing, work progress.
In order to solve the above technical problems, the utility model proposes heavy grade Sloping roof concrete casting device, including under
Layer template, lower plywood muscle and upper layer plate-rib, in addition to horizontal reinforcement, vertical reinforcing bar, steel wire and spacer bar, the vertical steel
Muscle is vertically-mounted, and the vertical reinforcing bar upper end is fixedly connected with upper layer plate-rib, and the vertical reinforcing bar lower end is fixed with lower plywood muscle
Connection, the horizontal reinforcement is horizontally mounted, and the horizontal reinforcement is fixedly connected with vertical reinforcing bar, the wire side and water of the steel wire
Flat parallel reinforced steel bar, the wire side of the steel wire and vertical parallel reinforced steel bar, the spacer bar upper end are fixedly connected with vertical reinforcing bar,
The spacer bar lower end is fixedly connected with lower plywood muscle, the spacer bar, vertical reinforcing bar and lower plywood muscle enclose triangularity,
The vertical reinforcing bar exceeds a length of 5-30mm of upper layer plate-rib part.
Further, a diameter of 6mm of the horizontal reinforcement.
Further, the vertical bar diameter is 6mm.
Further, the steel wire mesh number is 10-30 mesh.
Further, a diameter of 6mm of the spacer bar.
Further, the horizontal reinforcement quantity is 1 or 2.
The beneficial effects of the utility model are：By setting horizontal reinforcement, vertical reinforcing bar, steel wire and spacer bar effective
Ground prevents the situation that concrete is accumulated to downside, effectively that heavy grade is oblique without using match plate by using the present apparatus
Roofing is divided into several zonules to be poured, and can carry out work of vibrating, and the compactness for improving concrete structure causes
The waterproof effect of roofing is more preferable.The present apparatus is in use in direct Transducers Embedded in Concrete without dismounting, it is achieved that coagulation
The continuous placing of soil.Being set to for vertical reinforcing bar is levelling there is provided reference data in work progress, reduces levelling work difficult
Degree.
Brief description of the drawings
Fig. 1 is the utility model profile；
Fig. 2 is the utility model another embodiment profile；
Wherein：1- horizontal reinforcements, the vertical reinforcing bars of 2-, 3- steel wires, 4- spacer bars, 5- lower templates, 6- lower plywoods
Muscle, 7- upper layer plate-ribs.
Embodiment
Embodiment of the present utility model is described in detail below in conjunction with drawings and Examples, thereby to the utility model
How application technology means can fully understand and implement according to this to solve technical problem and reach the implementation process of technology effect.
Embodiment one
Heavy grade Sloping roof concrete casting device as shown in Figure 1, including lower template 5, lower plywood muscle 6 and upper strata
Plate muscle 7, includes a diameter of 6mm horizontal reinforcement 1, a diameter of 6mm vertical reinforcing bar 2, the steel wire 3 that mesh number is 10 mesh
With a diameter of 6mm spacer bar 4, the vertical vertical direction of reinforcing bar 2 is installed, and upper end and the upper layer plate-rib 7 of vertical reinforcing bar 2 pass through weldering
Connect in succession, the lower end of vertical reinforcing bar 2 is with lower plywood muscle 6 by being welded to connect, and vertical reinforcing bar 2 is a length of beyond the part of upper layer plate-rib 7
5mm, horizontal reinforcement 1 is horizontally arranged between lower plywood muscle 6 and upper layer plate-rib 7 and with vertical reinforcing bar 2 by being welded to connect, and is supported
The upper end of reinforcing bar 4 with vertical reinforcing bar 2 by being welded to connect, the lower end of spacer bar 4 and lower plywood muscle 6 by being welded to connect, prop up
Support reinforcing bar 4, vertical reinforcing bar 2 and lower plywood muscle 6 surround a triangle, and steel wire 3 nestles up horizontal reinforcement 1 and vertical reinforcing bar 2
The supporting surface of formation and the upper side position for being located at supporting surface ramp.
Embodiment two
Heavy grade Sloping roof concrete casting device as shown in Figure 2, including lower template 5, lower plywood muscle 6 and upper strata
Plate muscle 7, includes two a diameter of 6mm horizontal reinforcement 1, a diameter of 6mm vertical reinforcing bar 2, the steel wire 3 that mesh number is 30 mesh
With a diameter of 6mm spacer bar 4, the vertical vertical direction of reinforcing bar 2 is installed, and upper end and the upper layer plate-rib 7 of vertical reinforcing bar 2 pass through steel
Silk colligation is fixed, and lower end and the lower plywood muscle 6 of vertical reinforcing bar 2 are fixed by steel wire lashing, and vertical reinforcing bar 2 exceeds upper layer plate-rib 7
The a length of 30mm in part, horizontal reinforcement 1 is horizontally arranged between lower plywood muscle 6 and upper layer plate-rib 7 and with vertical reinforcing bar 2 by steel
Silk colligation is fixed, and the upper end of spacer bar 4 and vertical reinforcing bar 2 are fixed by steel wire lashing, the lower end of spacer bar 4 and lower plywood
Muscle 6 is fixed by steel wire lashing, and spacer bar 4, vertical reinforcing bar 2 and lower plywood muscle 6 surround a triangle, and steel wire 3 is abutted
Horizontal reinforcement 1 and vertical reinforcing bar 2 formation supporting surface and positioned at supporting surface ramp upper side position.
What the beneficial effects of the utility model were realized in：
It is divided into some pieces of regions to carry out subregion heavy grade Sloping roof by the utility model device to pour, setting
Horizontal reinforcement, vertical reinforcing bar, spacer bar and steel wire effectively keep out concrete to accumulation under slope.The present apparatus does not change original
There is the structure of upper layer plate-rib and lower plywood muscle therefore conventional work of vibrating can be carried out, improve the compactness of concrete structure,
Therefore the waterproof effect of roofing is preferable.The present apparatus is realized in use in direct Transducers Embedded in Concrete and without dismounting
The continuous placing of concrete.The vertical reinforcing bar set, beyond the certain height of upper layer plate-rib, is the levelling work in work progress
Sequence provides reference data, reduces levelling work difficulty.
Claims (6)
1. heavy grade Sloping roof concrete casting device, including lower template (5), lower plywood muscle (6) and upper layer plate-rib (7), its
It is characterised by：Also include horizontal reinforcement (1), vertical reinforcing bar (2), steel wire (3) and spacer bar (4), the vertical reinforcing bar (2)
Vertically-mounted, vertical reinforcing bar (2) upper end is fixedly connected with upper layer plate-rib (7), vertical reinforcing bar (2) lower end and lower plywood
Muscle (6) is fixedly connected, and the horizontal reinforcement (1) is horizontally mounted, and the horizontal reinforcement (1) is fixedly connected with vertical reinforcing bar (2), institute
The wire side for stating steel wire (3) is parallel with horizontal reinforcement (1), and the wire side of the steel wire (3) is parallel with vertical reinforcing bar (2), described
Spacer bar (4) upper end is fixedly connected with vertical reinforcing bar (2), spacer bar (4) lower end and the fixed company of lower plywood muscle (6)
Connect, the spacer bar (4), vertical reinforcing bar (2) and lower plywood muscle (6) surround triangle, the vertical reinforcing bar (2) exceeds upper strata
A length of 5-30mm of plate muscle (7) part.
2. heavy grade Sloping roof concrete casting device according to claim 1, it is characterised in that：The horizontal reinforcement
(1) a diameter of 6mm.
3. heavy grade Sloping roof concrete casting device according to claim 2, it is characterised in that：The vertical reinforcing bar
(2) a diameter of 6mm.
4. heavy grade Sloping roof concrete casting device according to claim 3, it is characterised in that：The steel wire (3)
Mesh number is 10-30 mesh.
5. heavy grade Sloping roof concrete casting device according to claim 4, it is characterised in that：The spacer bar
(4) a diameter of 6mm.
6. the heavy grade Sloping roof concrete casting device according to claim any one of 1-5, it is characterised in that：The water
Flat reinforcing bar (1) quantity is 1 or 2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621148962.2U CN206376557U (en) | 2016-10-29 | 2016-10-29 | Heavy grade Sloping roof concrete casting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621148962.2U CN206376557U (en) | 2016-10-29 | 2016-10-29 | Heavy grade Sloping roof concrete casting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206376557U true CN206376557U (en) | 2017-08-04 |
Family
ID=59403033
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621148962.2U Active CN206376557U (en) | 2016-10-29 | 2016-10-29 | Heavy grade Sloping roof concrete casting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206376557U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114033107A (en) * | 2021-12-15 | 2022-02-11 | 山西五建集团有限公司 | Slope roof concrete pouring method |
-
2016
- 2016-10-29 CN CN201621148962.2U patent/CN206376557U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114033107A (en) * | 2021-12-15 | 2022-02-11 | 山西五建集团有限公司 | Slope roof concrete pouring method |
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